Experimental Study on Seismic Behavior of Traditional Chuan⁃dou Style Wood Frame with Embedded Brick Wall

Fuwen ZHANG; Zhuolin WANG; Lixue JIANG

doi:10.13409/j.cnki.jdpme.201908073

您当前的位置：

首页 >

文章列表页 >

Experimental Study on Seismic Behavior of Traditional Chuan⁃dou Style Wood Frame with Embedded Brick Wall

更新时间：2025-09-25

- Experimental Study on Seismic Behavior of Traditional Chuan⁃dou Style Wood Frame with Embedded Brick Wall
- Journal of Disaster Prevention and Mitigation Engineering Vol. 41, Issue 6, Pages: 1202-1211(2021)
- 作者机构：
  
  1.上海市建筑科学研究院有限公司，上海 200032
  2.上海市工程结构安全重点实验室，上海 200032
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.201908073
  CLC： TU375.4
- Published：15 December 2021
- 稿件说明：
移动端阅览
张富文,王卓琳,蒋利学.内嵌砖墙穿斗木构架抗震性能试验研究[J].防灾减灾工程学报,2021,41(06):1202-1211.

ZHANG Fuwen,WANG Zhuolin,JIANG Lixue.Experimental Study on Seismic Behavior of Traditional Chuan⁃dou Style Wood Frame with Embedded Brick Wall[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(06):1202-1211.
张富文,王卓琳,蒋利学.内嵌砖墙穿斗木构架抗震性能试验研究[J].防灾减灾工程学报,2021,41(06):1202-1211. DOI： 10.13409/j.cnki.jdpme.201908073.

ZHANG Fuwen,WANG Zhuolin,JIANG Lixue.Experimental Study on Seismic Behavior of Traditional Chuan⁃dou Style Wood Frame with Embedded Brick Wall[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(06):1202-1211. DOI： 10.13409/j.cnki.jdpme.201908073.

摘要

设计制作了1榀足尺的穿斗木构架和2榀足尺的内嵌砖墙穿斗木构架，通过拟静力对比试验研究了构架的破坏形态、破坏机理、水平承载力、变形性能、刚度退化和耗能性能。结果表明：对比木构架未发生明显的水平滑移，整体变形能力较强；内嵌砖墙木构架在加载过程中发生了砖墙的弯曲摇摆破坏，并最终导致了平面外坍塌。对比木构架的滞回曲线呈典型的反S形，滞回环中部捏拢明显；内嵌砖墙木构架的滞回曲线为梭形，滞回环饱满。与对比木构架相比，内嵌砖墙木构架的初始刚度、水平承载力和耗能能力大幅提升，但极限变形能力显著降低。穿斗木构架的梁柱节点为典型的半刚接节点，转动刚度随转角的增大而逐渐减小；而由于砖墙的嵌固作用，内嵌砖墙木构架中的梁柱节点在墙体倒塌前未发生明显的转角。

Abstract

One full-scaled traditional Chuan-Dou style wood frame and two full-scaled wood frames with embedded brick wall were designed and prepared. Quasi-static tests were conducted on these models to study their failure pattern， failure mechanism， shear capacity， deformation performance， stiffness degradation and energy dissipation performance. Results showed that the horizontal slide of the control pure wood frame was not obvious and the frame exhibited relatively large deformation capacity， while for the wood frame filled with brick wall， flexural rocking failure of the brick walls was observed during the loading process and finally the out-of-plane collapse occurred. The hysteresis curve of the pure wood frame was in typically inverse S-shaped and central clamping of the hysteresis ring was obvious， while the hysteresis curve of the wood frame filled with brick wall was spindle-shaped， and the hysteresis ring was full. Compared with pure wood frame， the initial stiffness， shear capacity， ductility factor and energy dispassion capacity of the studied frame greatly increased， while the ultimate performance capacity obviously decreased. The beam-column joints in the Chuan-Dou style wood frame were typically semi-rigid joints， with the rotational stiffness decreased with the increasing rotational degree. Due to the anchoring of the brick walls， the rotation of the mortise-tenon joints in the wood frame was not obvious before the failure of the specimens.

关键词

Keywords

references

许清风，刘琼，张富文，等 . 砖填充墙榫卯节点木框架抗震性能试验研究［J］. 建筑结构， 2015 ， 45 （ 6 ）： 50 - 53，49 .

Xu Q F ， Liu Q ， Zhang F W ， et al . Experimental research on seismic performance of mortise-tenon joint wood frame with brick masonry infilled wall ［J］. Building Structures ， 2015 ， 45 （ 6 ）： 50 - 53，49 . （in Chinese）

单玉坤，苏爱军，秦爱娟 . 木结构房屋抗震性能的试验研究［J］. 河北工业大学成人教育学院学报， 2007 ， 22 （ 3 ）： 39 - 43 .

Shan Y K ， Su A J ， Qin A J . Experimental research on seismic behavior of timber frame buildings ［J］. Journal of Adult Education School of Hebei University of Technology ， 2007 ， 22 （ 3 ）： 39 - 43 . （in Chinese）

葛学礼，朱立新，于文，等 . 村镇木构架土坯围护墙房屋1/2缩尺模型振动台试验研究［J］. 土木建筑与环境工程， 2010 ， 32 （增2 ）： 508 - 510，515 .

Ge X L ， Zhu L X ， Y W ， et al . Study on shaking table test of 1/2 scaled model of the timber-truss-bearing and adobe-wall-shielding building in the coutry ［J］. Journal of Civil ， Architectural & Environment Engineering， 2010 ， 32 （ Sup 2 ）： 508 - 510，515 . （in Chinese）

周乾，闫维明，关宏志 . 古建嵌固墙体对木构架抗震性能的影响分析—以太和殿为例［J］. 四川大学学报（工程科学版）， 2014 ， 46 （ 1 ）： 81 - 86 .

Zhou Q ， Yan W M ， Guan H Zh . Influence of embedded walls to aseismic performances of timber structure of Chinese ancient timber buildings-taking Taihe Palace as example ［J］. Journal of Sichuan University （Engineering Edition）， 2014 ， 46 （ 1 ）： 81 - 86 . （in Chinese）

徐红杰，陶忠，余文正 . 姚安7·9地震土木结构民居震害及基于震害的穿斗木构架节点抗震加固分析［J］. 科学技术与工程， 2010 ， 10 （ 20 ）： 5101 - 5105 .

Xu H J ， Tao Zh ， Yu W Zh . Analysis of seismic damages of rural raw-soil and timber structure houses in 7·9 Yaoan earthquake and scheme of seismic strengthening for Chuandou timber joints based on seismic damages ［J］. Science Technology and Engineering ， 2010 ， 10 （ 20 ）： 5101 - 5105 . （in Chinese）

曲哲，钟江荣，孙景江 . 四川芦山7.0级地震中非抗震设防民居震害特征［J］. 建筑结构学报， 2014 ， 35 （ 5 ）： 157 - 164 .

Qu Zh ， Zhong J R ， Sun J J . Seismic damages of non-seismic design residential houses in the M7.0 Lushan earthquake ［J］. Journal of Building Structures ， 2014 ， 35 （ 5 ）： 157 - 164 . （in Chinese）

滕睿，曲哲，张永群 . 川南地区穿斗式木构架民居的动力特性［J］. 世界地震工程， 2014 ， 30 （ 3 ）： 229 - 234 .

Teng R ， Qu Zh ， Zhang Y Q . Dynamic characteristics of Chuandou-type timber houses in southern Sichuan ［J］. World Earthquake Engineering ， 2014 ， 30 （ 3 ）： 229 - 234 . （in Chinese）

木材含水率测定方法： GB/T 1931—2009 ［S］. 北京：中国标准出版社， 2009 .

Method for determination of the moisture content of wood ： GB/T 1931—2009 ［S］. Beijing ： China Standards Press ， 2009 . （in Chinese）

木材顺纹抗拉强度试验方法： GB/T 1938—2009 ［S］. 北京：中国标准出版社， 2009 .

Method of testing in tensile strength parallel to grain of wood ： GB/T 1938—2009 ［S］. Beijing ： China Standards Press ， 2009 . （in Chinese）

木材顺纹抗压强度试验方法： GB/T 1935—2009 ［S］. 北京：中国标准出版社， 2009 .

Method of testing in compressive strength parallel to grain of wood ： GB/T 1935—2009 ［S］. Beijing ： China Standards Press ， 2009 . （in Chinese）

木材抗弯强度试验方法： GB/T 1936.1—2009 ［S］. 北京：中国标准出版社， 2009 .

Method of testing in bending strength of wood ： GB/T 1936 . 1—2009 ［S］. Beijing ： China Standards Press ， 2009 . （in Chinese）

木材抗弯弹性模量测定方法： GB/T 1936.2—2009 ［S］. 北京：中国标准出版社， 2009 .

Method for determination of the modulus of elasticity in static bending of wood ： GB/T 1936 . 2—2009 ［S］. Beijing ： China Standards Press ， 2009 . （in Chinese）

唐曹明，罗瑞，程绍革，等 . 水泥砂浆及钢筋网水泥砂浆单面加固低强度砖墙抗震性能试验研究［J］. 建筑结构学报， 2017 ， 38 （ 10 ）： 157 - 167 .

Tang C M ， Luo R ， Cheng Sh G ， et al . Experimental study of seismic performance of low strength masonry walls reinforced with one-side cement mortar splint ［J］. Journal of Building Structures ， 2017 ， 38 （ 10 ）： 157 - 167 . （in Chinese）

Federal emergency management agency . Commentary for the seismic rehabilitation of buildings： FEMA-356 ［S］. Washington DC ： Federal Emergency Management Agency ， 2000 .

唐九如 . 钢筋混凝土框架节点抗震［M］. 南京：东南大学出版社， 1989 ： 314 - 316 .

Tang J R . Seismic resistance of joints in reinforced concrete frames ［M］. Nanjing ： Southeast University Press ， 1989 ： 314 - 316 . （in Chinese）

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Structural Optimization of SMA Sandwich Honeycomb Dampers

Experimental Study and Parameter Analysis of Four‑tube Concrete‑filled Steel Tube Lattice Columns

Experimental Study on Seismic Performance of Masonry Walls with Window Openings Strengthened with Hybrid Fibers Modified Reactive Powder Concrete Coating

Research Status and Prospects of Quasi⁃static Test for Seismic Research of Underground Structures

Experimental Study on the Seismic Behavior of Strengthened RC Slab⁃column Connections in Flate Plate Structures

Related Author

CAO Sasa

LIU Luwei

QI Jingjing

CHEN Xiangwen

ZHOU Wangbao

JIANG Lizhong

XIONG Luzeng

HUANG Zhi

Related Institution

School of Civil Engineering and Transportation, Guangzhou University

School of Civil Engineering, Hunan University of Science and Technology

Hunan Engineering Research Center for Intelligently Prefabricate Passive House

School of Civil Engineering, Central South University

Xiangtan Institute of Technology

⁰